A simple analytical approach for creep analysis of EB-FRP systems

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2 Citations (Scopus)

Abstract

Based on a few experimental results available in the literature, this work presents a simple analytical approach that allows the study of the long-term behaviour of CFRP-to-concrete interfaces under an initial sustaining load. Only the elastic regime is studied, which means that the interfacial maximum bond stress and maximum slip are never exceeded. Therefore, the maximum initial load to be sustained by the joints is limited by its corresponding elastic value. The analytical results provided by the proposed model are compared with some experimental results found in the literature. The results showed strain redistribution throughout the bonded length over the time.

Original languageEnglish
Title of host publicationAdvances in Fracture and Damage Mechanics XVII
EditorsFerri M.H. Aliabadi, Luis Rodriguez-Tembleque, Jaime Dominguez
PublisherTrans Tech Publications Ltd
Pages42-47
Number of pages6
Volume774
ISBN (Print)9783035713503
DOIs
Publication statusPublished - 1 Jan 2018
Event17th International Conference on Fracture and Damage Mechanics, FDM 2018 - Bangkok, Thailand
Duration: 4 Sep 20186 Sep 2018

Publication series

NameKey Engineering Materials
Volume774 KEM
ISSN (Print)1013-9826

Conference

Conference17th International Conference on Fracture and Damage Mechanics, FDM 2018
CountryThailand
CityBangkok
Period4/09/186/09/18

Keywords

  • Analytical model
  • Bonded joints
  • CFRP
  • Concrete
  • Creep

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